Publications-Waste Containment Facilities
Avoiding the Slipery SlopeBentonite Migration in Geosythetic Clan Liners
Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner
Flexible Geomembrane Interface Strengths
Liquefied Strenth Ratio from Liquefaction Flow Failure Case Histories
Long-Term Tritium Transport through Field-Scale Compacted Soil Liner
Municipal Solid Waste Slope Failure II-Stability Analyses
Municipal Solid Waste Slope Failure I-Waste and Foundation Soil Properties
Shear Behavior of an Unreinforced Geosynthetic Clay Liner
Shear Behavior of Reinforced Geosynthetic Clay Liner
Shear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces
